種橋 的英文怎麼說

中文拼音 [zhǒngqiáo]
種橋 英文
tanehashi
  • 種 : 種名詞（姓氏） a surname
  • 橋 : 名詞1. （橋梁） bridge 2. （姓氏） a surname
  1. Arcuated built - up system bridges are one of bridge structural styles, which are used extensively at present. on one hand, because of complexity and diversity of this kind of structure, current engineering experiences have not satisfied design requirements no longer. on the other hand, towards this kind of structural system traditional methods simplify complicated structures into planar structures, these methods neglect apparently spatial action among members, especially those primary bearing load members along lateral direction of bridges

    拱式組合體系橋梁是目前廣泛採用的一種橋梁結構形式，一方面由於拱式組合體系橋梁結構的復雜性和多樣性，現有的工程經驗已不能滿足設計需求；另一方面對于這種結構體系過去的傳統做法是將復雜結構簡化成平面結構，這種做法顯然忽略了構件之間的空間作用，尤其是沿橋橫向存在主要承力構件。
  2. As a new style of structure, steel - concrete composite spine girder with large cantilever beams has been more and more applied for its advantages such as beauteous build, outstanding mechanics and economical performance

    鋼-混凝土組合脊骨梁作為一種新型的結構形式，以其結構造型美觀、力學性能好、經濟性等方面的優勢，在橋梁結構中得到了越來越廣泛的應用。
  3. As a new special bridge type, self - anchored suspension bridge has won more and more engineering ’ s favors with its beauteous build, economy performance and striving adaptability of geology and topography feathers. it has become a very competitive blue print of the urban bridge with the span from 100m to 400m

    自錨式懸索橋作為一種特殊的橋型，以其結構造型美觀、經濟性能較好、對地形和地質狀況適應性強等優點，越來越受到工程界的青睞，成為城市裡100 - 400m跨徑范圍內極具競爭力的橋梁方案。
  4. ; 1. the trend of the development of burden and light hanging basket in the cantalever construction of continuous rigid frame bridge has been prospected, the roof truss and cable - state composite hanging basket also has been designed by analyzing and comparing with other ones. 2

    對大跨度橋梁懸臂澆築施工的各種形式掛籃施工工藝進行了比較和總結，對連續剛構橋懸臂澆築掛籃施工中重載輕型的發展趨勢進行了展望，提出了一種用於解決重載輕型懸臂澆築施工的新型桁架斜拉式組合掛籃，並進行了可行性分析計算和設計。
  5. The company has the department of aluminum door and window, department of curtain wall r d and department of aluminum curtain wall engineering. according the different regional requirements, it develops " xingqiu " series of aluminum door and window and large - scale curtain wall. lt can produce and process various high gas - proof, high strength and leakage proof push - and - pull windows, casement windows, heat insulation doors and windows and other patented products

    公司設有鋁門窗幕墻科研開發技術部鋁幕墻工程部，可按不同的地區要求研製「星球」系列鋁門窗及大型幕墻，可生產及加工各種高氣密高強度防滲推拉窗開平窗斷橋隔熱門窗以及其它專利產品。
  6. It takes a bit of nerve to cross these chain bridges

    過這種鐵索橋要有點膽量才行。
  7. 3. as to vehicle - bridge system coupling vibration, this difficulty in engineering industry, it was abstractly summarized in this thesis, and introduce a method to establish and resolve equations about such coupling vibration, bring forward a flow chart to write correlative software ; with the help of ansys, make out some work about preparatory simulation, so as to research basic point of chicle - bridge system coupling vibration

    3 、對車橋耦合振動這一業內的難點進行了理論上的分析，引入了一種建立和求解車橋耦合振動系統方程的較為典型的方法，提出了一份自行編製程序的流程簡圖；借用ansys軟體對該橋做了車橋耦合振動的初步模擬計算，探索車橋共振的基本特點。
  8. 2. the finite element model of the structure was formed through reasonable simplification. and modal shapes were studied by using the famous program of ansys. 3. long span suspension arch bridges " responses to uniform excitation of earthquake were discussed. one dimension excitation and travalling - wive effect were introduced in this bridges with geometric nolinear being considered

    因此，研究懸索拱橋的地震響應，了解大跨度懸索拱橋在強烈地震動作用下的動力行為，對於此種橋型的實際應用具有很大的指導意義。
  9. The bridge structure not only cancels the deck joints, but also road joints

    這種橋梁結構不僅取消了橋面接縫，也取消了路面接縫。
  10. Through the finite element method, this paper compares some variable parameters such as the arch axis, the rise - span ratio and the ratio of spans, which influence the mechanical performances of open spandrel rigid - framed arch bridge. then it summarizes the mechanical properties of this bridge type and the optimal range of these parameters. the plexiglass model test validates the correctness of the finite element method used in this paper. the study will provide reference for the design of this new bridge type

    本文採用有限元方法對影響空腹式剛架拱橋受力性能的主要參數：拱軸線型、矢跨比及跨徑比進行了比較分析，總結了這種橋型的結構受力特點以及拱軸線型等參數的合理范圍，為這種新橋型的工程設計提供參考，並通過有機玻璃模型試驗驗證了有限元分析的正確性。
  11. Dynamic analysis of this bridge showed that the bridge ' s seismic response was small and flutter critical wind speed was improved to a high level

    最後對該種橋型的空氣動力穩定性進行了評估。證明大跨索桁橋是一種抗風性能優良的新橋型。
  12. The paper summarizes the up - to - date progress and research development in this field abroad and home, introduces several methods of the bridge inspection

    論文分析了國內外橋梁檢測的研究現狀，介紹了多種橋梁檢測方法。
  13. This paper, in allusion to damage of expansion joint of bridge, introduces a sort of new structure of jointless device - semi - integral abutment jointless bridge, and establishes model of general structure finite element of this bridge, and in details analyses its qualities of stress. the model considers the interaction of superstructure - substructure - soil. resistance of the soil behind abutment adopts still soil pressure and elastic resistance when the temperature rising, but active soil pressure when dropping. analysis of qualities stress of bridge includes of action of dead load, car load, temperature load of season character. taking an 100m length pc semi - integral abutment jointless bridge as instance, the paper establishes the model of plane frame by applying large common software - anasys, and analyses it by elastane and large deformation to imitate character of stress and deformation of general bridge. at the same time corresponding models of finite element of joint bridge and integral abutment bridge are established, and unique stress and performance of structure of semi - integral abutment jointless bridge are researched by comparing and analysing character of three different models under same loading, and controlling factor of design and constitution are generalized. in conclusion, for semi - integral abutment jointless bridge, on one hand shear, moment and deflection of the main beam and axis force of substructure are approximate with that of joint bridge, and integral stifmess of structure is increased and damage of expansion joint is eliminated, on the other hand there is axis force in main beam, shear and moment of substructure are bigger than that of joint bridge. in all this type of jointless bridge has rational stress and is worth of application and popularization

    半整體式橋臺無縫橋梁計算模型考慮了上部結構-下部結構-土的共同作用；臺後土抗力升溫時採用靜止土壓力加彈性土抗力，降溫時採用主動土壓力；分析橋梁受力性能時考慮了結構自重、車輛荷載和季節性溫變荷載的作用。以一座橋長100mpc半整體式橋臺無縫橋梁為實例，採用大型通用軟體ansys建立平面框架模型，進行彈性、大變形分析，模擬全橋受力和變形特點；同時建立與此對應的有伸縮縫橋梁和整體式橋臺無縫橋梁有限元模型，通過三種橋型同步加載對比分析，研究半整體式橋臺無縫橋梁獨特的受力特點和結構性能，總結其設計控制因素和構造要求。通過本文研究知：半整體式橋臺無縫橋梁主梁的剪力、彎矩、撓度和下部結構的軸力與梁式橋相近，結構整體剛度增大，併除去了伸縮縫病害；但主梁增加了軸力，下部結構剪力、彎矩較梁式橋大；綜合分析是一種受力合理有實踐和推廣價值的橋型。
  14. According to the principles of unequilibrium electric bridge, this paper analyses the work features of the three bridge types and based on experiments, shows how to select the bridge types and parametes. to reduce the non - linear errors and avoid centain unusual circumstances in the measurement

    從非平衡電橋測電阻原理出發，分析了3種橋式的工作特性，並通過實例說明如何選取電橋的橋式與參數，以減少測量的非線性誤差及避免一些異常情況。
  15. Suspension arch bridges as a kind of new structures are combinations of suspensions and arches which are the dorminant components to bear the forces caused in the bridge. this sort of bridges are of to some extend properties of suspension bridges and arch bridges

    懸索拱橋是一種新型橋梁結構形式，作為懸索及拱、梁的組合結構，具有懸索橋和拱橋二者的某些結構特點，同時由於其自身結構的復雜性，懸索拱橋又有不同於以上兩種橋型的靜力、動力特性。
  16. The long - span cable - stayed concrete filled steel - tubular arch bridge is a kind of new bridge structure form, which combines the cable - stayed bridge and the arch bridge harmoniously. it not only exhibits the respective merits of the cable - stayed bridge and the arch bridge, but also makes two kinds of advantages of bridge type get to add mutually

    大跨度斜拉鋼管混凝土拱橋是一種新型的橋梁結構形式，它將斜拉橋與拱橋有機的結合起來，不但展示了拱橋和斜拉橋各自的特點，而且使得兩種橋型的優點得到了相互補充。
  17. As following, two components which are the corba server and com server respectively are developed, and testified to get the performance discrepancy between them. this paper then analyses the com / corba specification about the bridging at length. there are eight kinds of bridging models and three methods to realize the bridge

    然後，對com與corba的橋接的理論基礎、實現環境等作了詳細的分析，涉及八種橋接的模型和三種不同實現方式，並利用相應的開發平臺開發了多個橋接組件，並對它們的性能作了比較，得到相應的結論，為應用打下了基礎。
  18. A grab sway controlling scheme of bridge - type grab ship unloader is offered in order to increase productivity : first determines the desired trolley traveling speed chart to control the grab sway, then applies fast brake when the trolley approaches the hop and throws the material in the grab by the grab sway

    摘要提出一種橋式抓鬥卸船機抓鬥有控擺動的策略，即通過小車運行速度曲線的設計控制抓鬥擺動，並在小車接近料斗時快速制動，利用抓鬥擺動拋出物料，以提高卸船機的生產率。
  19. Double arch bridges are the most models of arch bridges built in our country in 1960s. beacaus of the merits in this structure, such as novelty, legerity, saving material, convenient for construction, they spread all over the country and was applied in a large quantities. they made a great contribute for the development of our country ' s highway and bridge causes

    雙曲拱橋是我國20世紀60 ? 70年代建設最多的一種拱橋型式，由於這種橋梁具有結構新穎、輕巧、省料、便於施工等優點，一經出現便在全國范圍內得到大量的推廣應用，為我國公路橋梁事業的發展做出了重大貢獻。
  20. In this paper, the research is based on the constructive need of the magnetic levitation railway test line in shanghai. using large - scale current finite element software, the author comparatively analyzes several structure types of bridges fitted for the high - speed magnetic levitation railway lines. the main purpose is trying hard to provide reference for the decision - making of the long magnetic levitation railway lines

    本文結合上海磁懸浮鐵路試驗運營線的工程建設需要，利用大型通用有限元分析軟體，對適用於高速磁懸浮鐵路線路軌道梁的各種橋梁結構型式進行了分析、比較研究，力圖為我國長大磁懸浮鐵路線路的決策提供必要的參考依據。
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